Ве молиме користете го овој идентификатор да го цитирате или поврзете овој запис: http://hdl.handle.net/20.500.12188/29760
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dc.contributor.authorMicevski, Stefanen_US
dc.contributor.authorShoklarovski, Antonioen_US
dc.contributor.authorSusinov, Bojanen_US
dc.contributor.authorAbazi, Seaden_US
dc.date.accessioned2024-03-17T13:01:54Z-
dc.date.available2024-03-17T13:01:54Z-
dc.date.issued2015-
dc.identifier.issn1847-8948-
dc.identifier.urihttp://hdl.handle.net/20.500.12188/29760-
dc.description.abstractIn this paper, we numerically analyze a 9.0-m-tall reinforced soil retaining wall in a platform embankment, simulating the behaviour of its various components by using software and material models. The two basic constituents of the structure are the fill material and reinforcement. The designed reinforced soil retaining wall was built using local materials (sand with fine particles) on a base of sandy gravel. The design was analyzed with various software packages such as TensarSoil, Slide, and Plaxis 2D. The results show that the wall meets the requirements for both static and seismic conditionsen_US
dc.language.isoenen_US
dc.publisherSveučilište Josipa Jurja Strossmayera u Osijeku Građevinski fakulteten_US
dc.relation.ispartofElectronic Journal of the Faculty of civil engineering Osijek - e-GFOSen_US
dc.relation.ispartofseries6;11-
dc.subjectFill material, geogrid, numerical analysis, reinforced soil retaining wallen_US
dc.titleAnalysis of a reinforced soil retaining wall in a platform embankmenten_US
dc.typeJournal Articleen_US
item.fulltextWith Fulltext-
item.grantfulltextopen-
Appears in Collections:Faculty of Civil Engineering: Journal Articles
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